ZHAO Yan, ZHANG Ya-hui, LIN Jia-hao. Summary on the PseudoExcitation Method for Vehicle Random Vibration PSD Analysis[J]. Applied Mathematics and Mechanics, 2013, 34(2): 107-117. doi: 10.3879/j.issn.1000-0887.2013.02.001
Citation: ZHAO Yan, ZHANG Ya-hui, LIN Jia-hao. Summary on the PseudoExcitation Method for Vehicle Random Vibration PSD Analysis[J]. Applied Mathematics and Mechanics, 2013, 34(2): 107-117. doi: 10.3879/j.issn.1000-0887.2013.02.001

Summary on the PseudoExcitation Method for Vehicle Random Vibration PSD Analysis

doi: 10.3879/j.issn.1000-0887.2013.02.001
  • Received Date: 2012-12-12
  • Rev Recd Date: 2013-01-31
  • Publish Date: 2013-02-15
  • Random vibration will take place for vehicles moving on uneven road or railway surfaces. Quick and reliable PSD (power spectral density) analysis for such random vibration is of great importance in order to improve the performance of vehicles. Due to the low efficiency and precision of the conventional random vibration algorithm, previously the vehicles have to be modeled into spring-mass systems with very low degrees of freedom, and so the analysis precision cannot be einsured. Particularly if the fatigue stress concentration is computed, very refined finite element meshes must be adopted, the computational cost will be extremely high and prohibited. In addition, when several wheels are excited simultaneously on different locations of the surface, the MIMO (multiinputmultioutput) random vibration analysis will be even more difficult. Usually, only one or a few samples of the surface unevenness were taken for direct numerical integration, the results were then used to evaluate the statistical characteristics of the vehicle random responses. Clearly, both the precision and efficiency are quite limited. In recent years, the pseudoexcitation method has received much attention in overcoming the above difficulties, and are being used and further developed by many experts in the research fields of cars, trains or even maglevs, which are briefly summarized.
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  • [1]
    Lee M C, Penzien J.Stochastic analysis of structures and piping systems subjected to stationary multiple support excitations[J]. Earthquake Engineering & Structural Dynamics , 1983, 11(1): 91-110.
    [2]
    Lin Y K, Zhang R, Yong Y.Multiply supported pipeline under seismic wave excitations[J]. Journal of Engineering Mechanics , 1990, 116(5): 1094-1108.
    [3]
    Dumanoglu A A, Severn R T.Stochastic response of suspension bridges to earthquake forces[J]. Earthquake Engineering & Structural Dynamics , 1990, 19(1): 133-152.
    [4]
    Kiureghian A D, Neuenhofer A.Response spectrum method for multisupport seismic excitations[J]. Earthquake Engineering & Structural Dynamics, 1992, 21(8): 713-740.
    [5]
    Ernesto H Z, Vanmarcke E H.Seismic random vibration analysis of multisupport structural systems[J]. Journal of Engineering Mechanics, 1994, 120: 1107-1128.
    [6]
    林家浩.随机地震响应的确定性算法[J].地震工程与工程振动, 1985, 5(1): 89-94.(LIN Jia-hao.A deterministic method for the computation of stochastic earthquake response[J]. Earthquake Engineering and Engineering Vibration , 1985, 5(1): 8994.(in Chinese))
    [7]
    林家浩.非平稳随机地震响应的精确高效算法[J].地震工程与工程振动, 1993, 13(1): 2429.(LIN Jia-hao.An accurate and efficient algorithm of nonstationary stochastic seismic responses[J]. Earthquake Engineering and Engineering Vibration , 1993, 13(1): 24-29.(in Chinese))
    [8]
    Lin J H.A fast CQC algorithm of PSD matrices for random seismic responses[J]. Computers & Structures, 1992, 44(3): 683-687.
    [9]
    Lin J, Zhang W, Williams F W.Pseudo-excitation algorithm for nonstationary random seismic responses[J]. Engineering Structures, 1994, 16(4): 270-276.
    [10]
    Lin J, Zhang W, Li J.Structural responses to arbitrarily coherent stationary random excitations[J]. Computers & Structures, 1994, 50(5): 629-633.
    [11]
    林家浩, 张亚辉.随机振动的虚拟激励法[M].北京:科学出版社, 2004.(LIN Jia-hao, ZHANG Ya-hui. Pseudo Excitation Method in Random Vibration [M].Beijing: Science Press, 2004.(inChinese))
    [12]
    林家浩, 钟万勰.辛数学·精细积分·随机振动及应用[M].合肥: 中国科学技术大学出版社, 2008.(LIN Jia-hao, ZHONG Wan-xie. Symplectic Mathematics, Precise Integration, Random Vibration and Application [M].Hefei: Press of University of Science and Technology of China, 2008.(in Chinese))
    [13]
    吕峰.车辆与结构相互作用随机动力分析[D].博士论文.大连: 大连理工大学, 2008.(Lü Feng.Stochastic analysis for dynamic interaction of vehicles and structures[D].Ph D thesis.Dalian: Dalian University of Technology, 2008.(in Chinese))
    [14]
    张志超.车桥系统耦合振动和地震响应的随机分析[D].博士论文.大连: 大连理工大学, 2010.(ZHANG Zhi-chao.Stochastic analysis for coupling vibration and seismic responses of trainbridge systems[D].Ph D thesis.Dalian: Dalian University of Technology, 2010.(in Chinese))
    [15]
    王光远, 程耿东, 邵卓民, 陈厚群.抗震结构的最优设防烈度与可靠度[M].北京: 科学出版社, 1999.(WANG Guang-yuan, CHENG Geng-dong, SHAO Zhuo-min, CHEN Hou-qun. Optimal Fortification Intensity and Reliability of Aseismic Structures [M].Beijing: Science Press, 1999.(in Chinese))
    [16]
    陈厚群.水工混凝土结构抗震研究进展的回顾和展望[J].中国水利水电科学研究院学报, 2008, 6(4): 245-257.(CHEN Hou-qun.Review and prospect of seismic study on concrete hydraulic structures[J]. Journal of China Institute of Water Resources and Hydropower Research , 2008, 6(4): 245257.(in Chinese))
    [17]
    刘天云, 刘光廷.拱坝地震动随机响应分析[J].工程力学, 2000, 17(6): 20-25.(LIU Tian-yun, LIU Guang-ting.Random response analysis of arch dam subject to seismic excitations[J]. Engineering Mechanics, 2000, 17(6): 20-25.(in Chinese))
    [18]
    范立础, 王君杰, 陈玮.非一致地震激励下大跨度斜拉桥的响应特征[J].计算力学学报, 2001, 18(3):358363.(FAN Li-chu, WANG Jun-jie, CHEN Wei.Response characteristics of longspan cable-stayed bridges under nonuniform seismicaction[J]. Chinese Journal of Computational Mechanics , 2001, 18(3):358-363.(in Chinese))
    [19]
    郑浩哲.随机路面行驶车辆振动响应的快速虚拟激励算法[J].汽车工程, 1993, 15(5): 268-275.(ZHENG Hao-zhe.A fast computing method for random vibrations of vehicles[J]. Automotive Engineering, 1993, 15(5): 268-275.(in Chinese))
    [20]
    赵又群, 郭孔辉.具有随机道路输入的人-车-路闭环操纵系统的响应分析与操纵安全性评价[J].汽车工程, 1997, 19(5): 273-278.(ZHAO You-qun, GUO Kong-hui.Response analysis and handing safety evaluation for driver/vehicle/road closed-loop maneuvering system with random road input[J]. Automotive Engineering, 1997, 19(5): 273278.(in Chinese))
    [21]
    李强, 周济.重型越野车的非平稳随机激励系统优化设计方法[J].机械强度, 1998, 20(1):4552.(LI Qiang, ZHOU Ji.The dynamic optimization design method of nonstationary stochastic exitation heavy truck[J]. Journal of Mechanical Strength, 1998, 20(1):45-52.(in Chinese))
    [22]
    彭献, 刘晓晖, 文桂林.基于虚拟激励法的变速行驶车辆振动分析[J].湖南大学学报(自然科学版), 2007, 34(11):37-41.(PENG Xian, LIU Xiao-hui, WEN Guilin.Vibration analysis of vehicle at uneven speed with pseudoexcitation method[J]. Journal of Hunan University (Natural Sciences), 2007, 34(11):37-41.(in Chinese))
    [23]
    李杰, 秦玉英, 赵旗, 张伟.虚拟激励法及在汽车振动分析中的应用[J].机械科学与技术, 2009, 28(3): 281-285.(LI Jie, QIN Yu-ying, ZHAO Qi, ZHANG Wei.A pseudo excitation method for automotive vibration[J]. Analysis Mechanical Science and Technology for Aerospace Engineering , 2009, 28(3): 281-285.(in Chinese))
    [24]
    张亮亮, 唐驾时, 李立斌.虚拟激励算法下的汽车悬架振动分析[J].振动与冲击, 2006, 25(6): 167-169.(ZHANG Liang-liang, TANG Jia-shi, LI Li-bin.Vibration analysis of suspension system of a vehicle model with pseudo-excitation method[J]. Journal of Vibration and Shock , 2006, 25(6): 167-169.(in Chinese))
    [25]
    周劲松, 李大光, 沈钢, 任利惠, 张祥韦.磁浮车辆运行平稳性的虚拟激励分析方法[J].交通运输工程学报, 2008, 8(1): 59.(ZHOU Jin-song, LI Da-guang, SHEN Gang, REN Li-hui, ZHANG Xiang-wei.Pseudo-excitation analysis method of riding quality for maglev vehicle[J]. Journal of Traffic and Transportation Engineering, 2008, 8(1): 59.(in Chinese))
    [26]
    杨新文.高速铁路轮轨噪声理论计算与控制研究[D].博士论文.成都: 西南交通大学, 2010.(YANG Xin-wen.Theoretical analysis and control studies in wheel/rail noises of high speed railway[D].Ph D thesis.Chengdu: Southwest Jiaotong University, 2010.(in Chinese))
    [27]
    李小珍, 朱艳, 强士中.车桥系统空间非平稳随机分析[J].铁道学报, 2012, 34(6): 88-94.(LI Xiao-zhen, ZHU Yan, QIANG Shi-zhong.Spatial trainbridge coupling system non-stationary stochastic response analysis[J]. Journal of the China Railway Society, 2012, 34(6): 88-94.(in Chinese))
    [28]
    Zhang Y W, Lin J H, Zhao Y, Howson W P, Williams F W.Symplectic random vibration analysis of a vehicle moving on an infinitely long periodic track[J]. Journal of Sound and Vibration, 2010, 329(21): 4440-4454.
    [29]
    Zhang Y W, Lin J H, Kennedy D.FEMbased symplectic random vibration analysis of coupled vehicle-track systems[C]// Proceedings of 8th International Conference on Structural Dynamics , Leuven, Belgium, 2011: 2727-2734.
    [30]
    Zhang Z C, Lin J H, Zhang Y H, Howson W P, Williams F W.Nonstationary random vibration analysis of threedimensional trainbridge systems[J]. Vehicle System Dynamics, 2010, 48(4): 457-480.
    [31]
    Zhang Z C, Zhang Y H, Lin J H, Zhao Y, Howson W P, Williams F W.Random vibration of a train traversing a bridge subjected to traveling seismic waves[J]. Engineering Structures, 2011, 33(12): 3546-3558.
    [32]
    Xu W T, Zhang Y H, Lin J H, Kennedy D, Williams F W.Sensitivity analysis and optimization of vehicle-bridge systems based on combined PEM-PIM strategy[J]. Computers & Structures, 2011, 89(3): 339-345.
    [33]
    Dahlberg T.An optimized speedcontrolled suspension of a 2DOF vehicle travelling on a randomly profiled road[J]. Journal of Sound and Vibration, 1979, 62(4): 541-546. [34]Naude A F, Snyman J A.Optimisation of road vehicle passive suspension systems—part 1: optimisation algorithm and vehicle model[J]. Applied Mathematical Modelling, 2003, 27(4): 249-261.
    [34]
    Thoresson M J, Uys P E, Els P S, Snyman J A .Efficient optimisation of a vehicle suspension system, using a gradientbased approximation method—part 1: mathematical modelling[J]. Mathematical and Computer Modelling, 2009, 50(9/10): 1421-1436.
    [35]
    于翔.汽车悬挂参数的多级优化[J].汽车技术, 1994(7): 10-12.(YU Xiang.Multilevel optimization of suspension parameters of motor vehicles[J]. Automobile Technology , 1994(7): 10-12.(in Chinese))
    [36]
    林家浩.结构动力优化中的灵敏度分析[J].振动与冲击, 1985, 4(1):16.(LIN Jia-hao.Sensitivity analysis in structural dynamic optimization[J]. Journal of Vibration and Shock , 1985, 4(1): 1-6.(in Chinese))
    [37]
    Xu W T, Lin J H, Zhang Y H, Kennedy D, Williams F W .Pseudo-excitation-methodbased sensitivity analysis and optimization for vehicle ride comfort[J]. Engineering Optimization , 2009, 41(7): 699-711.
    [38]
    徐文涛, 张亚辉, 林家浩.基于虚拟激励法的车辆振动灵敏度分析及优化[J].机械强度, 2010, 32(3): 347-352.(XU Wen-tao, ZHANG Ya-hui, LIN Jia-hao.PEM based sensitivity analysis for vehicle ride comfort and optimization[J]. Journal of Mechanical Strength , 2010, 32(3): 347-352.(in Chinese))
    [39]
    王凤阳, 赵岩, 林家浩.参数不确定结构平稳随机响应的虚拟激励摄动方法[J].大连理工大学学报, 2011, 51(3):320-325.(WANG Feng-yang, ZHAO Yan, LIN Jia-hao.Pseudoexcitation perturbation method for stationary random response of structure with uncertain parameters[J]. Journal of Dalian University of Technology , 2011, 51(3):320-325.(in Chinese))
    [40]
    林家浩, 智浩, 郭杏林.平稳随机振动荷载识别的逆虚拟激励法(一)[J].计算力学学报, 1998, 15(2):127136.(LIN Jia-hao, ZHI Hao, GUO Xing-lin.Inverse pseudo excitation method for loading identification of stationary random vibration (1)[J]. Chinese Journal of Computational Mechanics , 1998, 15(2):127-136.(in Chinese))
    [41]
    Lin J H, Guo X L, Zhi H, Howson W P, Williams F W.Computer simulation of structural random loading identification[J]. Computers & Structures, 2001, 79(4): 375-387.
    [42]
    廖俊, 孔宪仁.随机载荷识别的算法改进与实验验证[J].航天器环境工程, 2008, 25(4): 355359.(LIAO Jun, KONG Xian-ren.An improved algorithm for random loading identification and experimental validation[J]. Spacecraft Environment Engineering , 2008, 25(4): 355-359.(in Chinese))
    [43]
    侯秀慧, 邓子辰, 黄立新, 胡伟鹏.桥梁结构移动平稳随机荷载识别新方法[J].计算力学学报, 2009, 26(5): 659-663.(HOU Xiu-hui, DENG Zi-chen, HUANG Li-xin, HU Wei-peng.A new method for the identification of a stationary random load moving on bridge structure[J]. Chinese Journal of Computational Mechanics , 2009, 26(5): 659-663.(in Chinese))
    [44]
    张丽萍, 张立新.基于逆虚拟激励法的车辆动载的识别[J].东北大学学报(自然科学版), 2011, 32(3): 415-418.(ZHANG Li-ping, ZHANG Li-xin.Vehicle dynamic load determination based on an inverse pseudo excitation method[J]. Journal of Northeastern University(Natural Science) , 2011, 32(3): 415-418.(in Chinese))
    [45]
    林敏, 张湘伟, 成思源.基于虚拟激励法的三维随机路面仿真[J].机械设计与制造, 2012(2): 84-86.(LIN Min, ZHANG Xiang-wei, CHENG Si-yuan.Simulation of three-dimensional road based on pseudo excitation method[J]. Machinery Design & Manufacture , 2012(2): 84-86.(in Chinese))
    [46]
    李龙龙, 吕令毅.基于虚拟激励法的高耸结构风荷载识别[J].工程建设与设计, 2012(4): 72-75.(LI Long-long, Lü Ling-yi.Identification of the tall structure wind load based on pseudoexcitation method[J]. Construction & Design for Project, 2012(4): 72-75.(in Chinese))
    [47]
    熊铁华, 梁枢果, 邹良浩.基于完全气弹模型风洞试验输电塔风荷载识别[J].建筑结构学报, 2010, 31(10): 48-54.(XIONG Tie-hua, LIANG Shu-guo, ZOU Liang-hao.Wind loading identification of transmission towers basedon wind tunnel tests of full aeroelastic model[J]. Journal of Building Structures , 2010, 31(10): 48-54.(in Chinese))
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